1.

The relation between modulus of rupture of concrete and characteristic compressive of concrete is:

A. \(f_{cr} = 5000 \sqrt {f_{ck}}\)
B. \(f_{cr} = \sqrt {f_{ck}}\)
C. \(f_{cr} = 0.7 \sqrt {f_{ck}}\)
D. \(f_{cr} = 0.8 {f_{ck}}\)
Answer» D. \(f_{cr} = 0.8 {f_{ck}}\)


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